DIME - Test Summary

Summary for Test 2023-07-12-33-1

Test performed: CTM 231-March 2013

Sample Taken Date	07/12/2023	Sample Unique Key	33
Date that the sample was received by the laboratory/organization performing the testing	07/12/2023	Sample type	Quality Assurance
A brief description of the sample	Subgrade Finish - Aggregate Base	The quantity of what the sample constitutes	1820 sqft
From where was the sample collected	Job Site	First name of sampler or witnessed by	Manuel
Last name of sampler or witnessed by	Uy	Title of sampler
Telephone number of sampler		Laboratory sample identification	23-1047
Linked DIME Sample ID		The fabricator/manufacturer/facility name	n/a
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	n/a
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	CTM 231 Test Holes
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-12-33

DIME Test ID: 2023-07-12-33-1

Testing Lab: Alta Vista Solutions - Whittier

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Test Release Date: 2023-07-14

Method Type:: Standard Count

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Measured

Tester's full name: Manuel Uy

Date of test: 07/12/2023

Gage No.: 30515

Test No.: 2

Nuclear By: Manuel Uy

Non-Bias Plan No.: 2

Depth: 5

Material No.: Subgrade Finish

Material Type: Aggregate Base

Impact By: Manuel Uy

Standard Count Density: 3042 g/cc

Count or Density 1: 5455 g/cc

Count or Density 2: 5729 g/cc

Count or Density 3: 5356 g/cc

Standard Count Moisture: 1076 g/cc

Moisture Count 1: 327 g/cc

Moisture Count 2: 312 g/cc

Moisture Count 3: 319 g/cc

Sum of Count or Density: 16540 g/cc

Average of Count or Density: 5513 g/cc

Sum of Moisture Count: 958 g/cc

Average of Moisture Count: 319 g/cc

Count Ratio Density: 1.81

Count Ratio Moisture: 0.3

Calculated Percent Relative Compaction: 97.2 %

Reported Percent Relative Compaction: 97 %

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Test was verified on 7/14/2023 ✔